HomeMy WebLinkAbout05120005-Revised Site Plan
85/2-(j!r{) ~
~.,
Schneider
This Plot Plan Prepaied For: ..,., Homes
Lot # 15, containing12,696 SJ.:t, in
Heath.. Knell
SectIon , 1
Instrument , Unrecouled
P.c. x, Slide IOCl
Cay TCIWII8h~. Hcrnltan County
SEe 20, 11llN. R03E
14389 HEATHER KNOLL PARKWAY (70' R/W)
Westfield, IN 46074
Prepored Date: 11/10/05 : By: KAG
'!lie _tier eorpanltlou
8801 0tiI J.ftDGe
---
'",II.,,~.. IDdlIm &821.1-1037
317-828-71llll
317-112S-72llll rAX
Note:
This .drawing is based on construction pIons or record drawings,
and IS not based upon 0 field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Controct"", should ....ity existing cooditioos prior to ony
coostructioo. Any discreponcy found 00 this drowing should be
reported t~ The Schneider Corporatioo immediately, faHing to do
so results In the contractors assumption of all liobnity.
24.
iil
!:j
~
~B <..N
Y'
.... RfSDENtt 0
~
!!! 1lIOCAR 0
GAilAQ' >-
'>- ~
SOO ~ SlAB
r..J 22.00' ~ ~
, 16'
'" -------- ORII'E
----
----
---- 25' B.L
26.0' 28. \ 0>
46.3' oci
., 20' O.U.&E. 41,18' ~
0>
IDfIDeoriaI
-
Wodxopo ~
Gl3 '1llI
Geokv
Plot Pion Leqend
I 000.0 I Proposed Grodes
000.0 EKisting Grades
__ 000.0-- Contour Grode
* Approx. Laterol location
- . - Sanitary Sewer lines
-1If- Storm Sewer Lines
- \I - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Monhole (Sonitory or Storm)
. Beehl", Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hl'lrant
- .. .. .. - .. .. .. - Flow line of swole
- - Bunding Une (BL / BSL)
- - - - - - - Easement Une
VB05.0044528
LOT * 15
o
~
=li3.=
o
Assumed North
Scale: ,. = 30'
Community Restrictions:
Side Yard = 3' min.
Aggreqote = 6' B.H.
Zooing - SI
Mil Homes
Finished Floor Elevation Information
Pod Grade = 919.2 per pion
Pod Grade + 0.2' = Garoge FIT (919.4 )
Garoge FIT + 0.5' = Residential FIT (919.9)
Note : The garage finished floor elevation
is 1.3' ot- -
plan.
Ground
Seeding
Sod =5
froot 01
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 917.75
Downstream Manhole, TC= 91 B.53
per recard drwg.
FLOOI
PG8f fLA-N H;r$
r.1-r/LS6f) TO
C~ ~ cd+e-cT
f'6St116N"-Nf- rJf? ~
$~ fut-ctt- or f'A<f1'o
uP<< m~/ \?6It.
- \0 /J=~
n\6
~
~
~.
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s
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--
"l/IlflUlll\\\\\\\\\\\"
TC=91775
PER RECORD
DRAWING
--
APR
1IlU
E!EV=glal
HANDICAP
91B.OB
918.33
_~E~THER KNOLL PARKWAY
--
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
Flood Hazard Statement The oceurocy of any flood hazard dato shown on
this plot pIon is subject to mop scale uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rote
map (fiRM). Nane of the within descnbed lond lies within thot speciol flood
hazard zone .A., as said land plots by scale on Community Mop Panel ,
lBOOB1DOO1C of the fload insuronce rote mops (fiRM) far Homiitoo County,
Indiono, Ooted ~ay 19, 1981.
DetaR of
GroundjStorm Water:
Row pattern of an
individuallol
Note: Builder ta
ensure positive
> drainage away
096 from structure(s).
, l'
N
01
~
0>
OIl OJRS
918.45
0::
~
RE\ISIONI2
Rf'<lSED P A]O AND SCREEN
PalQi LOCAllON
Dlfr19/rIJ - J<I
RE\l90N f\
ADOrn SAN! T NlY WANHOU:S
11/28/05 - KAG
Z
,.
.
o
1
4: 7 SLOPE: -:....
TYPICAL SWALE SECTION
NOTE: lliE VtlllilN PLOT PLAN WAS PREPARED AT lliE OJENis
REOUEST VtllliOUT BENEf1T or A RECORD PlAT. lliE CONTRACTOR
ANa/OR BUILDER HAS BEEN CAUTIONED lliAT lliE DEPICTED UNES
SHOVlN HEREON ARE SUB..ECT TO CHANGE.